Age-Adjusted Effective Modulus Method for Creep of High-Performance Concrete


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This paper discusses the suitability of using several creep theories of common concrete for creep of high-performance concrete (HPC). Based on the Age-Adjusted Effective Modulus method (AEMM) for creep of concrete, Improved Dischinger (ID) method and the Elastic Continuation and Plastic Flow (ECPF) theory for calculating relaxation coefficient and considering characteristics of HPC, a method is set up for calculating the creep of HPC under changing stresses, and comparing results gotten by the method with some experimental data, it can be considered that the above methods are suit for the calculation of creep of HPC.



Key Engineering Materials (Volumes 302-303)

Edited by:

Nai-Qian Feng and Gai-Fei Peng




B. Han and Y. F. Wang, "Age-Adjusted Effective Modulus Method for Creep of High-Performance Concrete", Key Engineering Materials, Vols. 302-303, pp. 693-699, 2006

Online since:

January 2006




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DOI: 10.14359/10842

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